CN108952069A - The floor of the oblique grafting installation of anti-arch shrinkage crack-free - Google Patents
The floor of the oblique grafting installation of anti-arch shrinkage crack-free Download PDFInfo
- Publication number
- CN108952069A CN108952069A CN201811091872.8A CN201811091872A CN108952069A CN 108952069 A CN108952069 A CN 108952069A CN 201811091872 A CN201811091872 A CN 201811091872A CN 108952069 A CN108952069 A CN 108952069A
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- China
- Prior art keywords
- keel
- main reinforcement
- reinforcement
- upper keel
- wood block
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- 238000009434 installation Methods 0.000 title claims abstract description 18
- 230000002787 reinforcement Effects 0.000 claims abstract description 78
- 239000002023 wood Substances 0.000 claims abstract description 49
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 4
- 239000000956 alloy Substances 0.000 claims abstract description 4
- 230000000694 effects Effects 0.000 abstract description 5
- 230000008602 contraction Effects 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 10
- 210000000988 bone and bone Anatomy 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/02005—Construction of joints, e.g. dividing strips
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/02044—Separate elements for fastening to an underlayer
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The floor of the oblique grafting installation of anti-arch shrinkage crack-free, including wood block, upper keel and lower keel, upper keel and lower keel are hollow body made of aluminum alloy materials are manufactured, the structure of upper keel is: the lower part both sides of upper keel main reinforcement are extended with upper keel assistant reinforcement, and the lower part of upper keel assistant reinforcement forms hook-shaped tenon；In the upper keel main rib slot that upper keel main reinforcement sleeve matches in wood block, in the upper keel supplementary bar slot that upper keel assistant reinforcement sleeve matches in wood block, in the hook-shaped slot that hook-shaped tenon sleeve matches in wood block；Each upper keel is matched with no less than two lower keels.Wood block arching deformation can be effectively prevented in it, while the gap for allowing floor surface the to see effect for allowing floor surface to appear to have contraction joint-free small as far as possible, while level may be implemented to slotting installation in its wood block and keel.
Description
Technical field:
The present invention relates to technical field of floor, more specifically to a kind of floor that can be installed with oblique grafting.
Background technique:
As shown in Figure 1, have a kind of floor on the market at present, the adjacent wood block A1 of its two by yin-yang slot A13 and
Keel A2 links together, and keel A2 has main reinforcement A21 and assistant reinforcement A22, and main reinforcement A21 and assistant reinforcement A22 sleeve are on wood block A1
In the main rib slot A11 and supplementary bar slot A12 matched, the disadvantages are as follows: 1, when wood block bulking, two adjacent wood
Biggish lateral stress can be generated between plate, this stress easily causes wood block arching deformation.2, after wood block shrinkage,
Easily see the biggish contracting seam of the generation between two adjacent wood blocks gap in wood block surface.3, when keel and wood block are installed
When, the main reinforcement and assistant reinforcement of keel are caused high effort for when being inserted into main rib slot A11 and supplementary bar slot A12, if wood block occurs
When bulking or contraction, the main reinforcement and assistant reinforcement of keel, which will take very big power, could be inserted into main rib slot A11 and supplementary bar slot A12,
It can not be inserted into when even constructing.
Summary of the invention:
The purpose of the present invention is to the deficiencies of the prior art, and provide the ground of the oblique grafting installation of anti-arch shrinkage crack-free
Plate, the gap that it can be effectively prevented wood block arching deformation, while floor surface being allowed to see is small as far as possible to allow floor surface to see
Get up to have the effect of contraction joint-free, while level may be implemented to slotting installation in its wood block and keel.
Technology solution of the invention is as follows:
The floor of the oblique grafting installation of anti-arch shrinkage crack-free, including wood block, upper keel and lower keel, upper keel and lower dragon
Bone is hollow body made of aluminum alloy materials are manufactured, and the structure of upper keel is: the lower part both sides of upper keel main reinforcement are extended with
Keel assistant reinforcement, the lower part of upper keel assistant reinforcement form hook-shaped tenon；The upper keel that upper keel main reinforcement sleeve matches in wood block
In main rib slot, in the upper keel supplementary bar slot that upper keel assistant reinforcement sleeve matches in wood block, hook-shaped tenon sleeve is in plank
In the hook-shaped slot matched on block；
The structure of lower keel is: forming the lower keel main reinforcement of T font in the middle part of square block, is located at lower keel on square block
The both sides of main reinforcement have been separately formed lower keel assistant reinforcement, are shaped to flexible elastic piece in the middle part of the bottom edge of square block；Lower keel
The top sleeve of main reinforcement is in upper keel, and between two neighboring wood block, lower keel assistant reinforcement is inserted for the lower part of lower keel main reinforcement
It covers in the lower keel supplementary bar slot matched in wood block；Each upper keel is matched with no less than two lower keels.
The top of the upper keel assistant reinforcement forms hook-shaped tenon.
Pressure tenon is formed in the lower keel main reinforcement, pressure tenon is pressed on hook-shaped tenon.
The elastic slice is semicircle arcs.
Main reinforcement groove is formed in the middle part of the upper keel main reinforcement main reinforcement.
Main ribs are T font, and the upper surface in two adjacent wood blocks is covered in the cap portion of main reinforcement, main reinforcement with it is two neighboring
There are main reinforcement gap between wood block, the width in main reinforcement gap is 3 to 5mm.
The beneficial effects of the present invention are:
Wood block arching deformation can be effectively prevented in it, while the gap for allowing floor surface the to see floor table that allows small as far as possible
Face appears to have the effect of contraction joint-free, while level may be implemented to slotting installation in its wood block and keel；It can also facilitate dragon
The in-site installation of bone and wood block, so that floor installation is more easy.
Detailed description of the invention:
Fig. 1 is the structural schematic diagram of the prior art；
Fig. 2 is the structural schematic diagram of embodiment 1；
Fig. 3 is the stereoscopic schematic diagram of embodiment 1；
Fig. 4 is the structural schematic diagram of embodiment 2；
Fig. 5 is the structural schematic diagram of embodiment 3；
Fig. 6 is the structural schematic diagram of embodiment 4；
Fig. 7 is the structural schematic diagram of embodiment 5；
Fig. 8 is working principle key diagram；
Fig. 9 is the structural schematic diagram of embodiment 6；
Figure 10 is the structural schematic diagram of embodiment 7.
In figure: 1, wood block；2, upper keel；3, lower keel.
Specific embodiment:
Embodiment 1: as shown in Fig. 2,3, the floor of the oblique grafting installation of anti-arch shrinkage crack-free, including wood block 1, upper keel
2 and lower keel 3, upper keel 2 and lower keel 3 are hollow body made of aluminum alloy materials are manufactured, and the structure of upper keel 2 is: on
The lower part both sides of keel main reinforcement 21 are extended with upper keel assistant reinforcement 22, and the lower part of upper keel assistant reinforcement 22 forms hook-shaped tenon 23；Pliosaur
In the upper keel main rib slot 11 that 21 sleeve of bone main reinforcement matches in wood block 1,22 sleeve of upper keel assistant reinforcement is in wood block 1
In the upper keel supplementary bar slot 12 matched, in the hook-shaped slot 13 that hook-shaped 23 sleeve of tenon matches in wood block 1；
The structure of lower keel 3 is: it is upper that the middle part of square block 31 forms the lower keel main reinforcement 32 of T font, square block 31
It has been separately formed lower keel assistant reinforcement 33 in the both sides of lower keel main reinforcement 32, has been shaped in the middle part of the bottom edge of square block 31 flexible
Elastic piece 34；For the top sleeve of lower keel main reinforcement 32 in upper keel 2, the lower part of lower keel main reinforcement 32 is located at two neighboring plank
Between block 1, in the lower keel supplementary bar slot 14 that 33 sleeve of lower keel assistant reinforcement matches in wood block 1；Each upper keel 2 with not
Less than two lower keels 3 match.
Embodiment 2, as shown in Figure 4, the top of the upper keel assistant reinforcement 22 form hook-shaped tenon 23.Remaining is the same as embodiment 1.
Embodiment 3 forms pressure tenon 35 as shown in Figure 5 in the lower keel main reinforcement 32, pressure tenon 35 is pressed on hook-shaped tenon 2.
Remaining is the same as embodiment 1.
Embodiment 4, as shown in Figure 6, the elastic slice 34 are semicircle arcs.Remaining is the same as embodiment 1.
Embodiment 5 forms pressure tenon 35 as shown in Figure 7 in the lower keel main reinforcement 32, pressure tenon 35 is pressed on hook-shaped tenon 2.
Remaining is the same as embodiment 2.
Embodiment 6 forms main reinforcement groove 211 in the middle part of 21 main reinforcement of upper keel main reinforcement as shown in Figure 9.Remaining is the same as implementation
Example 1.
Embodiment 7, as shown in Figure 10, main ribs 21 are T font, and the cap portion of main reinforcement 21 is covered in two adjacent wood blocks
1 upper surface, there are main reinforcement gap 21-1 between main reinforcement 21 and two neighboring wood block 1, the width of main reinforcement gap 21-1 be 3 to
5mm.Remaining is same
Embodiment 1.
Working principle: as shown in Figure 8, when the present invention installs, upper keel 2 and lower keel 3 are first plugged on one as shown in Figure 8
It rises, then between the oblique insertion upper keel 2 of angle and lower keel 3 of wood block 1 and horizontal plane at 5 to 15 degree, presses one still further below
Lower wood block 1 just installs.Since upper keel 2 and lower keel 3 have elasticity, hook-shaped tenon 23 can be slid into hook-shaped slot 13 simultaneously
Sleeve is good；Lower keel assistant reinforcement 33 can slide into lower keel supplementary bar slot 14 simultaneously and sleeve is good；It installs so more convenient.
Since upper keel 2 and lower keel 3 have elasticity, when two neighboring wood block 1 since bulking generates relatively larger transverse answer
When power, this stress is in flexible upper keel 2 and lower keel 3, and upper keel 2 and lower keel 3 deform, and plank
Stress elimination on block 1 can prevent 1 arching deformation of wood block in upper keel 2 and lower keel 3 in this way.
When two adjacent wood blocks are shunk, the elasticity of upper keel 2 and lower keel 3 can fill up upper keel 2 and plank
Gap between block 1, so that the contracting seam that floor surface is seen is small as far as possible, playing floor surface can't see the effect of contracting seam i.e. without contracting
The effect of seam.
Claims (7)
1. the floor of the oblique grafting installation of anti-arch shrinkage crack-free, including wood block (1), upper keel (2) and lower keel (3), special
Sign is: upper keel (2) and lower keel (3) are hollow body made of aluminum alloy materials are manufactured, and the structure of upper keel (2) is:
The lower part both sides of upper keel main reinforcement (21) are extended with upper keel assistant reinforcement (22), and the lower part of upper keel assistant reinforcement (22) forms hook-shaped tenon
(23)；In the upper keel main rib slot (11) that upper keel main reinforcement (21) sleeve matches on wood block (1), upper keel assistant reinforcement
(22) in the upper keel supplementary bar slot (12) that sleeve matches on wood block (1), hook-shaped tenon (23) sleeve is on wood block (1)
In the hook-shaped slot (13) matched；
The structure of lower keel (3) is: lower keel main reinforcement (32), the square block (31) of T font are formed in the middle part of square block (31)
The upper both sides positioned at lower keel main reinforcement (32) have been separately formed lower keel assistant reinforcement (33), are shaped in the middle part of the bottom edge of square block (31)
Flexible elastic piece (34)；The top sleeve of lower keel main reinforcement (32) is in upper keel (2), under lower keel main reinforcement (32)
Portion is between two neighboring wood block (1), lower keel assistant reinforcement that lower keel assistant reinforcement (33) sleeve matches on wood block (1)
In slot (14)；Each upper keel (2) matches with no less than two lower keels (3).
2. the floor of the oblique grafting installation of anti-arch shrinkage crack-free according to claim 1, it is characterised in that: upper keel assistant reinforcement
(22) top forms hook-shaped tenon (23).
3. the floor of the oblique grafting installation of anti-arch shrinkage crack-free according to claim 1, it is characterised in that: lower keel main reinforcement
(32) pressure tenon (35) is formed on, pressure tenon (35) is pressed on hook-shaped tenon (23).
4. the floor of the oblique grafting installation of anti-arch shrinkage crack-free according to claim 1, it is characterised in that: elastic slice (34) is
Semicircle arcs.
5. the floor of the oblique grafting installation of anti-arch shrinkage crack-free according to claim 2, it is characterised in that: lower keel main reinforcement
(32) pressure tenon (35) is formed on, pressure tenon (35) is pressed on hook-shaped tenon (23).
6. the floor of the oblique grafting installation of anti-arch shrinkage crack-free according to claim 1, it is characterised in that: upper keel main reinforcement
(21) main reinforcement groove (211) are formed in the middle part of main reinforcement.
7. the floor of the oblique grafting installation of anti-arch shrinkage crack-free according to claim 1, it is characterised in that: main reinforcement (21) is
The upper surface in two adjacent wood blocks (1), main reinforcement (21) and two neighboring wood block are covered in T font, the cap portion of main reinforcement (21)
(1) there are main reinforcement gap (21-1) between, the width of main reinforcement gap (21-1) is 3 to 5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811091872.8A CN108952069A (en) | 2018-09-19 | 2018-09-19 | The floor of the oblique grafting installation of anti-arch shrinkage crack-free |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811091872.8A CN108952069A (en) | 2018-09-19 | 2018-09-19 | The floor of the oblique grafting installation of anti-arch shrinkage crack-free |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108952069A true CN108952069A (en) | 2018-12-07 |
Family
ID=64471267
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811091872.8A Pending CN108952069A (en) | 2018-09-19 | 2018-09-19 | The floor of the oblique grafting installation of anti-arch shrinkage crack-free |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108952069A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202265979U (en) * | 2011-05-03 | 2012-06-06 | 李新发 | Arcuation-proof floor with hollow keel |
| CN202718355U (en) * | 2012-07-19 | 2013-02-06 | 李新发 | Arch-preventing and shrinkage-crack-free floor |
| CN203769249U (en) * | 2014-03-18 | 2014-08-13 | 李新发 | Latch type decorating plate |
| CN204023974U (en) * | 2014-07-03 | 2014-12-17 | 李新发 | Anti-arch shrinkage crack-free is without the combined joist floor of sound |
-
2018
- 2018-09-19 CN CN201811091872.8A patent/CN108952069A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202265979U (en) * | 2011-05-03 | 2012-06-06 | 李新发 | Arcuation-proof floor with hollow keel |
| CN202718355U (en) * | 2012-07-19 | 2013-02-06 | 李新发 | Arch-preventing and shrinkage-crack-free floor |
| CN203769249U (en) * | 2014-03-18 | 2014-08-13 | 李新发 | Latch type decorating plate |
| CN204023974U (en) * | 2014-07-03 | 2014-12-17 | 李新发 | Anti-arch shrinkage crack-free is without the combined joist floor of sound |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181207 |
|
| RJ01 | Rejection of invention patent application after publication |